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HomeMy WebLinkAbout- - SUBMITTAL DOCUMENTS - ROUND 2 - PLANSirl 10 20 Feet SCALE: 1 "" = 10 • O ■ WM -© T -GAS (M) (P) LEGEND SECTION CORNER AS DESCRIBED EXISTING 1/2" REBAR SET 5/8" REBAR AND CAP - PLS 6973 WATER VALVE WATER METER WATER SHUTOFF SANITARY SEWER MANHOLE TELEPHONE POLE LIGHT POLE GATE POST WOOD FENCE LINE OVERHEAD TELEPHONE LINE UNDERGROUND GAS LINE CONCRETE DIMENSION AS MEASURED DIMENSION AS DESCRIBED DECIDUOUS TREE PINE TREE REPLAT OF STUART HILL SUBDIVISION —10' UTILITY EASEMENT 10' UTILITY EASEMENT 10' ADDITIONAL COUNTY ROAD R.O.W. _ PER PLAT OF STUART HILL SUBDIVISION S89'58'08'W 10 S89'56'00' 3.25" AL. CAP, PLS 34995 (30' WITNESS CORNER) S.W. COR NE1/4 NE1/4 SEC. 24 T.7N R.69W S89'56'00'W 372.82' (M&D) 109.5 D x ELECTRIC METER AND BREAKERS 2ND STORY STOOP WOOD STEPS— N \-2--STORY 4 / t, x SPRING MEADOWS SUBDIVISION ON SPRING CREEK FENCE CORNER: 4980.39' x PART OF TRACT 7, EAST ACRES INCLUDING STUART STREET R.O.W 0.320 ACRES ± 13,938 SQUARE FEET ± 4.1 906 E. STUART STREET 1—STORY FRAME HOUSE GAS METER /// --CURB CUT- ISHED FLOOR 80.78 / r 41// x 4982 \ 4 x N 4 x 6IN DIA a 0 El N DIA x SPRING MEADOWS SUBDIVISION ON SPRING CREEK x x x MONUMENT/SIGN / 6' UTILITY EASEMENT / / 6" WIDE CURB COUNTY ROAD R. 18IN DIA x12IN DIA N DIA Nlex .. 4979. Zr- ---4981--- 4 -GAS CURB CUT GAS GAS GAS GAS GAS BIKE LANE N89'56'00'E 98.40' DOUBLE YELLOW LINES GAS GAS GAS CURB CUT AST STUART STREET (60' R.O.W. PER PLAT OF EAST ACRES) 0' ADDITIONAL COUNTY ROAD R.O.W. PER PLAT OF SPRING MEADOWS S89'56'00846.15' S.E. COR NE1/4 NE1/4 SEC. 24 T.7N R.69W 3.25" AL. CAP IN R.B. PLS 34995 LEGAL DESCRIPTION: (FROM QUIT CLAIM DEED, REC. # 20200011699, LARIMER COUNTY RECORDS) A TRACT OF LAND SITUATED IN THE NE 1/4 OF THE NE 1/4 OF SECTION 24, TOWNSHIP 7 SOUTH, RANGE 69 WEST OF THE 6TH P.M., AND BEING A PART OF TRACT 7, OF THE EAST ACRES SUBDIVISION, A SUBDIVISION OF RECORD IN THE COUNTY OF LARIMER, STATE OF COLORADO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONSIDERING THE SOUTH LINE OF SAID TRACT 7 AS BEARING S89'56'00"W AND WITH ALL BEARING CONTAINED HEREIN RELATIVE THERETO: COMMENCING AT THE SE CORNER OF SAID TRACT 7; THENCE S89'56'00"W ALONG THE SAID SOUTH LINE A DISTANCE OF 846.15 FEET TO THE POINT OF BEGINNING; THENCE ALONG THE EAST LINE OF THE SPRINGMEADOWS ON THE SPRING CREEK SUBDIVISION NO0'42'E, A DISTANCE OF 140.77 FEET; THENCE ALONG A SOUTH LINE OF SAID SUBDIVISION S89'50'W A DISTANCE OF 99.97 FEET; THENCE SO0'03'39"W A DISTANCE OF 141.16 FEET, MORE OR LESS, TO THE SOUTH LINE OF SAID TRACT 7; THENCE N89°56'00"E, A DISTANCE OF 98.40 FEET TO THE TRUE POINT OF BEGINNING. SUBJECT TO RIGHT OF WAY FOR EAST STUART STREET. BASIS FOR BEARINGS: THE SOUTH LINE OF THE NE 1/4 OF THE NE 1/4 OF SECTION 24, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., BEING MONUMENTED AS SHOWN HEREON, BEARS S89'56'00'W PER QUIT CLAIM DEED RECORDED AT REC. # 20200011699, LARIMER COUNTY RECORDS. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. THE LINEAL UNITS USED AND SHOWN HEREON IS U.S. SURVEY FOOT. THE FENCE DIMENSION(S) INDICATE ON WHICH SIDE OF THE LINE THE FENCE IS ON. THERE MAY BE BURIED UTILITIES ON OR ADJACENT TO THIS SITE NOT SHOWN DUE TO INSUFFICIENT SURFACE EVIDENCE. NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS, OR THE EXISTENCE OF OVERHEAD OR UNDERGROUND CONTAINERS OR FACILITIES WHICH MAY AFFECT THE USE OR DEVELOPMENT OF THIS TRACT OF LAND. THIS BOUNDARY SURVEY/TOPOGRAPHIC MAP CAN BE USED IN ITS ELECTRONIC FORM AS THERE ARE ADDITIONAL SPOT ELEVATIONS CONTAINED IN DRAWING. BENCHMARK: FORT COLLINS SURVEY MONUMENT, BENCHMARK #15-97 — ELEVATION: 4995.75' NAVD 88 DATUM, PER FORT COLLINS DATASHEET TEMPORARY BENCHMARK (T.B.M.): THE TOP OF THE SET 5/8" REBAR AND CAP, PLS 6973, AT THE SOUTHEAST CORNER OF THE ABOVE DESCRIBED PARCEL. ELEVATION: 4981.59' PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) NAVD88 DATUM — 3.18'. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY R.W. BAYER & ASSOCIATES, INC. OF THE PROPERTY SHOWN AND DESCRIBED HEREON TO DETERMINE OWNERSHIP OF THIS TRACT OF LAND, COMPATIBILITY OF THIS DESCRIPTION WITH THOSE OF ADJACENT TRACTS OF LAND OR RIGHTS —OF —WAY, EASEMENTS OR ENCUMBRANCES OF RECORD AFFECTING THIS TRACT OF LAND, BUILDING SETBACK LINES; RESTRICTIVE COVENANTS; SUBDIVISION RESTRICTIONS; ZONING OR OTHER LAND USE REGULATIONS. THIS IMPROVEMENT SURVEY PLAT WAS COMPLETED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. CLIENT DID NOT REQUEST RIGHTS -OF —WAY AND EASEMENTS TO BE SHOWN ON THIS PLAT. THIS PLAT IS IN ACCORDANCE WITH APPLICABLE STANDARDS OF PRACTICE WITHIN THE STATE OF COLORADO. THIS PLAT IS NOT A GUARANTY OR WARRANTY, EITHER EXPRESSED OR IMPLIED CERTIFICATE OF SURVEY: I, RAYMOND W. BAYER, A PROFESSIONAL LAND SURVEYOR, REGISTERED IN THE STATE OF COLORADO, HEREBY CERTIFY THAT A SURVEY OF THE ABOVE DESCRIBED PREMISES WAS CONDUCTED BY ME OR UNDER MY DIRECT SUPERVISION ON FEBRUARY 27, 2020; THAT THE ATTACHED IMPROVEMENT SURVEY PLAT CORRECTLY SHOWS THE LOCATION OF ALL BUILDINGS, STRUCTURES, FENCES, DITCHES, RESERVOIRS, AND OTHER IMPROVEMENTS SITUATED ON SAID PREMISES; THAT, EXCEPT AS SHOWN, THERE ARE NO EASEMENTS OR RIGHTS —OF —WAY VISIBLE, OR OTHERWISE KNOWN TO ME ON, ACROSS OR AFFECTING SAID PREMISES; AND, EXCEPT AS SHOWN, THAT THERE ARE NO PARTY WALLS, NO ENCROACHMENTS ON ADJOINING PREMISES, STREETS OR ALLEYS BY ANY OF SAID BUILDINGS, STRUCTURES OR OTHER IMPROVEMENTS SITUATED ON ADJOINING PREMISES. RAYMOND W. BAYER REG. P.L.S. NO. 6973 COUNTY SURVEYOR'S CERTIFICATE: DEPOSITED THIS DAY OF 20 AT . .M., IN BOOK OF THE COUNTY SURVEYOR'S LAND SURVEY PLATS / RIGHTS OF WAY SURVEYS AT PAGE , RECEPTION NO. . THIS LAND SURVEY PLAT COMPLIES WITH SECTION 38-51-106, COLORADO REVISED STATUTES. COUNTY SURVEYOR BAYER & ASSOCIATES 12170 TEJON ST., NO. 700 WESTMINSTER, COLORADO 80234 (303) 452-4433 RWBSURVEYING©HOTMAIL.COM NC. CAD FILE: 20030/20030.DWG REVISIONS: 3/27/20: ADDED AREA TO EAST 3/29/20: ADDED EAST AREA TOPOGRAPHY 6/18/20: ADDED MAIN SITE TOPOGRAPHY 3/8/22: ADDED VERTICAL DATUM CONVERSION NOTE IMPROVEMENT SURVEY PLAT WITH PARTIAL TOPOGRAPHY A PART OF TRACT 7, EAST ACRES LYING IN THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 24, TOWNSHIP 7 NORTH, RANGE 69 WEST OF TI-E 6TH P.M. COUNTY OF LARIMER, STATE OF COLORADO. SCALE: 1"— 0' DATE: FEB. 29, 2020 DRW BY: J.A.B. CKD BY: R.W.B. PROJ. NO: 2020 030 BOOK: 706 PAGE: 83 FILE NO24-7N.69-1L SHEET: OF